CN104595684A - Compression yieldable-type steel bar support - Google Patents
Compression yieldable-type steel bar support Download PDFInfo
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- CN104595684A CN104595684A CN201510002154.9A CN201510002154A CN104595684A CN 104595684 A CN104595684 A CN 104595684A CN 201510002154 A CN201510002154 A CN 201510002154A CN 104595684 A CN104595684 A CN 104595684A
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- rod iron
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- steel bar
- surrender
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Abstract
The invention relates to a compression yieldable-type steel bar support, which is provided with a solid-core steel bar and a steel tube sleeve, wherein the solid-core steel bar is formed at a time by forging; the solid-core steel bar consists of a steel bar yield section, two steel bar transition sections and two steel bar elastic sections; the two steel bar transition sections are respectively arranged at two ends of the steel bar yield section; the outside of each steel bar transition section is provided with the corresponding steel bar elastic section; threads are tapped on each steel bar elastic section; a slippage preventing protruding circular ring is welded to the middle part of the steel bar yield section; an unbounded isolation material is adhered to the surface of the solid-core steel bar; the solid-core steel bar with the unbounded isolation material is arranged in the steel tube sleeve; end enclosure annular plates are respectively welded to two ends of the steel tube sleeve; a gap between the steel tube sleeve and the solid-core steel bar is filled with a high-strength filling material. According to the compression yieldable-type steel bar support disclosed by the invention, by sheathing the steel bar with the sleeve, the problem that the traditional steel bar support only can be tensioned but cannot be compressed is solved; the compression yieldable-type steel bar support disclosed by the invention is easy to process, is capable of saving steel consumption and has a wide application prospect.
Description
Technical field
The present invention relates to a kind of pressurized and can surrender the support of shaped steel rod, especially one can improve rod iron compression bearing, without the need to arranging the structural member bearing pressure separately in engineer applied.
Background technique
Due to traditional rod iron supports only can tension, thus rod iron is supported and uses as dissipative member.And if rod iron support can tension also can pressurized, and reach identical surrender bearing capacity, then also pressurized can be surrendered shaped steel rod and support and use as dissipative member.
Summary of the invention
The object of this invention is to provide a kind of be easy to make, bearing capacity pressurized that is high, saving steel can surrender shaped steel rod support, it can bear pulling force, also pressure can be born, only can the technical problem of tension for solving that traditional rod iron supports, and application area that rod iron supports can be increased and use as dissipative member.
For achieving the above object, technological scheme of the present invention is:
A kind of pressurized can be surrendered shaped steel rod and support, there is the real core rod iron of a forging molding, a steel pipe sleeve, described in it, real core rod iron is by the rod iron section of surrender, rod iron changeover portion, rod iron stretch section forms, wherein, rod iron surrender section two ends have rod iron changeover portion, there is outside rod iron changeover portion rod iron stretch section, rod iron stretch section has attacked screw thread, anti-slip protruding circular ring is welded in the intermediate portion of rod iron surrender section, soap-free emulsion polymeization isolated material is pasted on real core rod iron surface, the real core rod iron of soap-free emulsion polymeization isolated material is had to be placed in steel pipe sleeve, the two ends of steel pipe sleeve are welded with end socket Circular Plate, high-strength packing material is filled in space between steel pipe sleeve and real core rod iron.
Described rod iron changeover portion is Rotary-table shape, and it is identical that rod iron changeover portion top diameter and rod iron surrender section diameter, and diameter at butt end is identical with rod iron stretch section diameter; Rod iron stretch section diameter is 1.5 ~ 2.0 times of rod iron surrender section diameter, and rod iron transition section length is not less than rod iron surrender section diameter.
The length of described anti-slip protruding circular ring is 20mm, and it is identical that internal diameter and rod iron surrender section diameter, external diameter 4mm larger than internal diameter.
Described steel pipe sleeve is the round steel pipe that ordinary low-carbon steel makes, and round steel pipe internal diameter 4mm at least larger than rod iron stretch section diameter, is shorter in length than real core rod iron entire length.
Described end socket Circular Plate internal diameter 4 ~ 8mm larger than rod iron stretch section diameter, external diameter 4 ~ 6mm larger than steel pipe sleeve outer diameter, end socket Circular Plate is by fillet weld and steel pipe sleeve connection.
Compressive strength >=the 40MPa of described high-strength packing material.
The part that described rod iron stretch section stretches out steel pipe sleeve to be clamped with outer structural parts by inner screw nut and outboard nut and is connected, and regulates alignment error by rotating nut.
Described outer structural parts has the hole penetrating rod iron and support, aperture 10mm larger than rod iron stretch section 3 diameter.
The present invention has following beneficial effect relative to prior art:
(1) the present invention is by being built in steel pipe sleeve by rod iron, and rod iron can be enable to bear pressure.Improve utilization efficiency and the mechanical property of rod iron.
(2) engineering site size and Theoretical Design size produce error unavoidably, and plain edition steel supporting component adopted welding or bolted mode in the past, once machine shaping, are difficult to regulate Engineering Error at engineering site.And Placement of the present invention, by the position adjustment of nut on rod iron, the error transfer factor that (can reach 200mm) is within the specific limits simple and easy.Reduce difficulty of construction, more economical.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view that pressurized can surrender the support of shaped steel rod;
Fig. 2 is real core rod iron schematic perspective view;
Fig. 3 is the plan view that pressurized can surrender the support of shaped steel rod;
Fig. 4 is the sectional view along A-A in Fig. 3;
Fig. 5 is the sectional view along B-B and C-C in Fig. 3;
Fig. 6 is that pressurized rod iron supports and double nut connection diagram;
Fig. 7 is anti-slip projection circle schematic perspective view.
Number in the figure: 1 is rod iron surrender section, 2 is the excessive section of rod iron, 3 is rod iron stretch section, and 4 is steel pipe sleeve, and 5 is soap-free emulsion polymeization isolated material, 6 is high strength packing material, 7 is end socket Circular Plate, and 8 is anti-slip protruding circular ring, and 9 is inner side attaching nut, 10 is outside attaching nut, and 11 is outer structural parts.
Embodiment
The present invention is further illustrated by reference to the accompanying drawings below by embodiment.
As shown in Figures 1 to 5, a kind of pressurized can be surrendered shaped steel rod and support, and is made up of rod iron surrender section 1, rod iron changeover portion 2, rod iron stretch section 3, steel pipe sleeve 4, soap-free emulsion polymeization isolated material 5, high-strength packing material 6, end socket Circular Plate 7, anti-slip protruding steel loop 8.Wherein surrender section rod iron 1, changeover portion rod iron 2, stretch section rod iron 3 forge once-through by factory.Rod iron stretch section 3 has attacked screw thread.Pressurized can be surrendered shaped steel rod and adopt nut Connecting format with external structure component.Anti-slip protruding circular ring is welded in the intermediate portion of rod iron surrender section 1, and it is identical that anti-slip protruding circular ring internal diameter and rod iron surrender section diameter, anti-slip protruding circular ring external diameter 4mm larger than internal diameter.Paste soap-free emulsion polymeization isolated material on rod iron surface, thickness is 1 ~ 3mm.The rod iron pasting soap-free emulsion polymeization isolated material is placed in steel pipe sleeve, steel pipe sleeve diameter 4mm at least larger than the diameter of rod iron stretch section.Rod iron is placed in after in steel bushing, and be inserted in end socket Circular Plate from end, end socket Circular Plate internal diameter 4 ~ 8mm larger than rod iron stretch section, so that end socket Circular Plate penetrates smoothly.End socket annulus external diameter 4 ~ 6mm larger than steel pipe sleeve outer diameter, and by fillet weld by end socket Circular Plate and steel pipe sleeve weld.High-strength packing material is injected in the space between steel pipe sleeve and rod iron.
Steel pipe sleeve 4 and real core rod iron are without being connected, and real core rod iron penetrates in steel pipe sleeve 4.Rod iron surrender section 1, rod iron changeover portion 2, rod iron stretch section 3 are in factory by forging molding, and material can select low yield strength steel material, also can select ordinary low-carbon steel, also can select low-alloy steel product.But the material of rod iron surrender section 1, rod iron changeover portion 2, rod iron stretch section 3 needs identical.
Rod iron stretch section 3 diameter is about 1.5 ~ 2.0 times of rod iron surrender section 1 diameter.Rod iron changeover portion 2 is Rotary-table shape, and transition section length is not less than rod iron surrender section 1 diameter, and rod iron changeover portion 2 microcephaly locates diameter and rod iron, and to surrender section 1 diameter identical, and rod iron changeover portion 2 major part place diameter is identical with rod iron stretch section 3 diameter.
Anti-slip protruding circular ring 8 is fixed in the middle part of rod iron surrender section 1, and length 20mm, it is identical that internal diameter and rod iron surrender section 1 diameter, external diameter 4mm larger than internal diameter.In working process, annulus cutting can be become 2 semicircular ring (as shown in Figure 7), semicircular ring is surrendered section 1 with rod iron respectively and is connected straight through the fillet weld on ring limit.The material of anti-slip protruding circular ring 8 adopts ordinary low-carbon steel.
The round steel pipe that steel pipe sleeve 4 makes for ordinary low-carbon steel, round steel pipe internal diameter at least needs large 4mm than rod iron stretch section 3 diameter, is shorter in length than real core rod iron entire length.
End socket Circular Plate 7 internal diameter 4 ~ 8mm larger than rod iron stretch section 3, external diameter 4 ~ 6mm more about than steel pipe sleeve 4 external diameter, end socket Circular Plate 7 is connected with steel pipe sleeve 4 by fillet weld.
The little soap-free emulsion polymeization isolated material 5 of friction is pasted by the rod iron region surface that sleeve wraps up.The rod iron being pasted with soap-free emulsion polymeization isolated material 5 is penetrated steel pipe sleeve 4 and after complete end socket Circular Plate 7 is welded at sleeve two ends, by tube wall opened round aperture, pour into high strength packing material 6, the compressive strength of packing material is not less than 40MPa.Gap in 6 full sleeves filled out by high strength packing material.
Rod iron stretch section 3 part is in steel pipe sleeve 4, and a part stretches out steel pipe sleeve 4.The part that rod iron stretch section 3 stretches out steel pipe sleeve 4 has attacked screw thread, is connected with outer structural parts 11 by double nut, clamps joint outer part in the middle of double nut.Alignment error can be regulated by rotating nut.Outer structural parts 11 answers perforate, penetrates so that rod iron supports, aperture 10mm larger than rod iron stretch section 3 diameter.
As shown in Figure 2, the real core rod iron that rod iron supports, surrender section 1, rod iron changeover portion 2 and rod iron stretch section 3 by rod iron to form, real core rod iron entirety presents variable cross-section form, whole real core rod iron is by forging molding, and two ends diameter is large, and mid diameter is little, it is identical that rod iron changeover portion 2 top diameter and rod iron surrender section 1 diameter, and diameter at butt end is identical with rod iron stretch section 3 diameter.Rod iron stretch section diameter is 1.5 times of surrender section diameter, and rod iron changeover portion 2 length is not less than rod iron surrender section 1 diameter.After the solid forging of real core rod iron is shaping, at lathe by stretch section tapping, height of thread is controlled by rod iron bearing capacity, ensures that nut connects the ultimate bearing capacity that bearing capacity is not less than rod iron.
Steel pipe sleeve 4 internal diameter should be greater than rod iron stretch section diameter, and meets following formula:
In formula
for the length that rod iron supports,
for steel Young's modulus,
for steel pipe sleeve moment of inertia,
for rod iron surrender section section area,
for the yield strength of rod iron steel
After rod iron is shaping, in the middle part of surrender section, weld anti-slip protruding circular ring 8.
Anti-slip protruding circular ring 8 pastes the soap-free emulsion polymeization isolated material 5 of thickness about 1 ~ 3mm after welding on real core rod iron surface.It is identical with steel pipe sleeve 4 that soap-free emulsion polymeization isolated material 5 pastes length.Then the rod iron entirety being adhesive with soap-free emulsion polymeization isolated material is penetrated in steel pipe sleeve 4.And in steel pipe sleeve 4 tip position welding end socket Circular Plate 7.After end socket Circular Plate 7 has been welded, high strength packing material 6 is poured in steel pipe, ensure closely knit filling.
As shown in Figure 6, rod iron supports to be connected with outer structural parts 11 and adopts double nut to clamp the mode connected.It is outer structural parts 11 that double nut is divided between inner screw nut 9 and outboard nut 10, two nut, and outer structural parts 11 answers perforate, penetrates, aperture 10mm larger than rod iron stretch section 3 diameter so that rod iron supports.
With a length for 3m, bearing capacity is 500kN, adopts the rod iron of Q235 steel to be supported for example, its design result is described.According to bearing capacity determination rod iron surrender section diameter 52mm, surrender segment length 2356mm; Changeover portion top diameter 52mm, diameter at butt end 78mm, one end length 52mm; Stretch section diameter is 78mm, one end stretch section length 270mm, and it is 120mm that stretch section stretches into length in steel pipe; Soap-free emulsion polymeization isolated material thickness 2mm; Steel pipe sleeve diameter 100mm, wall thickness 10mm, length 2700mm; End socket Circular Plate thickness 6mm, external diameter 110mm, internal diameter 82mm.
Claims (8)
1. a pressurized can surrender the support of shaped steel rod, there is the real core rod iron of a forging molding, a steel pipe sleeve, it is characterized in that: described real core rod iron is by the rod iron section of surrender (1), rod iron changeover portion (2), rod iron stretch section (3) forms, wherein, rod iron surrender section (1) two ends have rod iron changeover portion (2), there is outside rod iron changeover portion (2) rod iron stretch section (3), (3) have attacked screw thread to rod iron stretch section, anti-slip protruding circular ring (8) is welded in the intermediate portion of rod iron surrender section (1), soap-free emulsion polymeization isolated material (5) is pasted on real core rod iron surface, the real core rod iron of soap-free emulsion polymeization isolated material is had to be placed in steel pipe sleeve (4), the two ends of steel pipe sleeve (4) are welded with end socket Circular Plate (7), high-strength packing material (6) is filled in space between steel pipe sleeve (4) and real core rod iron.
2. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: described rod iron changeover portion (2) is Rotary-table shape, it is identical that rod iron changeover portion (2) top diameter and rod iron surrender section (1) diameter, and diameter at butt end is identical with rod iron stretch section (3) diameter; Rod iron stretch section (3) diameter is 1.5 ~ 2.0 times of rod iron surrender section (1) diameter, and rod iron changeover portion (2) length is not less than rod iron surrender section (1) diameter.
3. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: the length of described anti-slip protruding circular ring (8) is 20mm, and it is identical that internal diameter and rod iron surrender section (1) diameter, external diameter 4mm larger than internal diameter.
4. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: the round steel pipe that described steel pipe sleeve (4) makes for ordinary low-carbon steel, round steel pipe internal diameter 4mm at least larger than rod iron stretch section (3) diameter, is shorter in length than real core rod iron entire length.
5. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: described end socket Circular Plate (7) internal diameter 4 ~ 8mm larger than rod iron stretch section (3) diameter, external diameter 4 ~ 6mm larger than steel pipe sleeve (4) external diameter, end socket Circular Plate (7) is connected with steel pipe sleeve (4) by fillet weld.
6. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: the compressive strength >=40MPa of described high-strength packing material (6).
7. pressurized according to claim 1 can surrender the support of shaped steel rod, it is characterized in that: described rod iron stretch section (3) part of stretching out steel pipe sleeve (4) to be clamped with outer structural parts (11) by inner screw nut (9) and outboard nut (10) and is connected, and regulates alignment error by rotating nut.
8. pressurized according to claim 7 can surrender the support of shaped steel rod, it is characterized in that: described outer structural parts 11 has the hole penetrating rod iron and support, aperture 10mm larger than rod iron stretch section (3) diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510002154.9A CN104595684B (en) | 2015-01-05 | 2015-01-05 | Compression yieldable-type steel bar support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510002154.9A CN104595684B (en) | 2015-01-05 | 2015-01-05 | Compression yieldable-type steel bar support |
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| Publication Number | Publication Date |
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| CN104595684A true CN104595684A (en) | 2015-05-06 |
| CN104595684B CN104595684B (en) | 2017-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510002154.9A Active CN104595684B (en) | 2015-01-05 | 2015-01-05 | Compression yieldable-type steel bar support |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545124A (en) * | 2015-11-11 | 2017-03-29 | 陈菲 | The building method of compression member and raising compression member compression bearing |
| CN112503383A (en) * | 2020-12-02 | 2021-03-16 | 中国人民解放军陆军工程大学 | Tubular structure filled with flexible material |
Citations (7)
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| JPH08239917A (en) * | 1995-03-06 | 1996-09-17 | Ougi F C Kk | Sound-and-heat insulation material |
| DE19632982A1 (en) * | 1996-08-16 | 1998-02-19 | Gbs Grundbau Bohrtechnik Spezi | Injection hose for building sealant for sealing construction joints |
| CN2654759Y (en) * | 2003-11-08 | 2004-11-10 | 周世斌 | Regulatable plane installing construction unit |
| CN201078050Y (en) * | 2007-07-10 | 2008-06-25 | 南京丹普科技工程有限公司 | Flection restrict dissipating energy support with gap and antiskid hump |
| CN201172902Y (en) * | 2008-01-25 | 2008-12-31 | 北京工业大学 | Hinge connection anti-flexion support |
| CN104088375A (en) * | 2014-06-19 | 2014-10-08 | 北京工业大学 | Buckling restriction steel bar structure |
| CN204494060U (en) * | 2015-01-05 | 2015-07-22 | 上海应用技术学院 | Pressurized can be surrendered shaped steel rod and support |
-
2015
- 2015-01-05 CN CN201510002154.9A patent/CN104595684B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08239917A (en) * | 1995-03-06 | 1996-09-17 | Ougi F C Kk | Sound-and-heat insulation material |
| DE19632982A1 (en) * | 1996-08-16 | 1998-02-19 | Gbs Grundbau Bohrtechnik Spezi | Injection hose for building sealant for sealing construction joints |
| CN2654759Y (en) * | 2003-11-08 | 2004-11-10 | 周世斌 | Regulatable plane installing construction unit |
| CN201078050Y (en) * | 2007-07-10 | 2008-06-25 | 南京丹普科技工程有限公司 | Flection restrict dissipating energy support with gap and antiskid hump |
| CN201172902Y (en) * | 2008-01-25 | 2008-12-31 | 北京工业大学 | Hinge connection anti-flexion support |
| CN104088375A (en) * | 2014-06-19 | 2014-10-08 | 北京工业大学 | Buckling restriction steel bar structure |
| CN204494060U (en) * | 2015-01-05 | 2015-07-22 | 上海应用技术学院 | Pressurized can be surrendered shaped steel rod and support |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545124A (en) * | 2015-11-11 | 2017-03-29 | 陈菲 | The building method of compression member and raising compression member compression bearing |
| CN106545124B (en) * | 2015-11-11 | 2019-02-12 | 陈菲 | Compression member and the building method for improving compression member compression bearing |
| CN112503383A (en) * | 2020-12-02 | 2021-03-16 | 中国人民解放军陆军工程大学 | Tubular structure filled with flexible material |
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| Publication number | Publication date |
|---|---|
| CN104595684B (en) | 2017-05-24 |
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